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Home My WebLink About1995-007073 - replacement system PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number WiiT Crystal Bay, Minnesota 55323 00sys.f Date Issued: (612) 473-7357 SITE ADDRESS: 990 OLD LUNG LAKE Ru LSk,) P . I . N. : -11 -23-1A-0006 DESCRIPTION: REPLnc:EMEN1 SYSTEM Wat,Fer Ty..--,12 NEW SEPTIC SYSTE waLE.r. 4,Drk RESIDENCT CASH TL .00 RECEIPT-THANK YOU #338340 C001 ROI T07:39 06/19/95 REMARKS: LIT Y OF CIRDNO F INANCE ri;cIricE 131.7300000 f).1 LEN /00-00 FEE SUMMARY: 1222200000 01 CEN .50 $1 00 CONTRACTOR: - OWNER: I V N S V I ..NC: S4734300 iD1.71Y-f :36 6 0 t.4 10 1 c.,9 OLn IONS LAKE RD A r-17.4OR;DNO MN E "2.:,E6 47.3-4.300 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OP MINNESOTA BUILDING CODE REQUIREMENTS. APPLICANT PERMITEE SIGNATURE g ISSUED BY:SIGNATURE 1113 CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: ! 90 d 41.t: Occupancy Type: Residential Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: da.cLe0 J r Phone Number: Mailing Address: e -t. 'o � City:Q ,- Tp: Contractor's Name: 1,P , J ��!' ,] PhoneNumber: ii/73—,/mac Mailing Address: /6/ J/,L City:/j ay DO NOT MAII. PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. /1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: I/ Precast Concrete _ Arial.Other Manufacturer — Tank Capacities: 1) to uo gal. 2) al. 3) ,,-_, :al . /O e D J B. Pump Station (if required) Pump make & model 4,-azt -- (attach pump curve & literature); system design requires /( gpm at yr feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician )(' other . Inside electrical work must be completed by electrician. C. Treatment System: 'I�s: AAA_ s.f. Mound Depth of rock below pipe " Rock bed dimensions 'x ' Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. Maniford Pipe Diam. " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) t/trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. Signature ofApplicant z • Date: 4/jf/ 5 • MPCA Certification No.: Staff Review: Approv. Denial Reviewer: %ice.% / /r / Date: ./9� / Reason for Denial: I 0 L Oj i PARTS V / 1_ AefieaItem No. Part Description 7 /mil 1 /) 2 CasingImpeller r°I,1.. 2 Casing l 3 Mechanical Seal 5 G 4 Shaft 5 Motor / -- -- 4 6 Bearings, 8 Upper and Lower r . r1., 7 Power Cable I . 4 1' Y .a.m F*), 8 0 Ring ` »""" ' `.,6-i—.e-A.,., 0, O / ' , ..... 4 PERFORMANCE RATINGS Eliot s per minute) MODELS I _ tt t wc0511H 1 WE0511HH Series HP Volts Phase Max.Amp. RPM Solids Wt.(lbs.) Series WE0512H WE0712H WE1012HWE512H WE0512HH WE1512HH 1WE0311 L 115 9.4 N0, WEU3111 WE0311M WE0532H WE0732H WE1032H WE1532H WE0532HH WE1532HH WE0312L 230 4.7 WE03121 WE0312M WE0534H WE0734H WE1034H WE1534H WE0534HH WE1534HH 1750 56 H-------- n /z 3/4 1 1'/z /z 1'/z WE0311 M 1/2115 9.4 RPM 1750 1750 3500 3500 3500 3500 --3500 3500 WE0312M 230 1 4.7 100 70 80 90 106 — 60 — ^ WE0511 H 115 13.0 • 10 80 _ 65 76 87 102 112 56 84 WE0512H 230 6.5 l i 6(1 57 72 84 100 108 53 82 WE0532H 208/230 3.4 35 45 79 95 105 48 77 WE0534H 460 3 1.7 V.' __ _ 25 74 91 100 45 75 WE0511 HH /z 115 1 13.0 ✓ 60 Yil es5 0 67 85 96 40 72 WEO512HH 230 6.5 f 7., 40 61 79 92 35 70 WEo532HH 208/230 3.3 O tiJ_ __ _ __ _ 26 52 72 86 30 67 WE0534HH 460 3 1.65 „a, =.:i 10 43 64 80 25 64 WE0712H 230 1 10.0 WE0732H 3/ 208/230 5.4 , i3O 30 54 73 18 60 WE0734H 460 3 2.7 3500 i 55 17 42 65 12 58 WE1012H 230 1 12.5 0 60 6 30 54 3 54 (.; 4 6., 16 40 51 WE1032H 1 208/230 7.0 t 70 5 26 47 WE1034H 460 3 3.5 14 43 WE1512H 230 1 15.0 811 4 40 WE1532H 208/230 9.2 9O_—_... 33 WE1534H 460 3 4.6 9 • 100 24 WE1512HH 1% 230 1 15.0 80 110 — 15 WE1532HH 208/230 9.2 _-_.___ -_____ _____ WE1534HH 460 3 4.6 120 5 -------- .. DIMENSIONS t.ItIL.I; ICT.,T (All dimensions are in inches.Do not use for construction purposes.) iso : MODEL 3885 - U SIZE 3/4"Solids T1,I 110 WF1SHH 12'h'-4 �. lou - --5W- • 30 ROTATION F ter:/:1134A. vo. 0* --.10. 5 GPM 80 8 p . Mirkuoy , -� � 3 U . . — -- o KICKBACK �� 1t D*Y3,%,3/and 1HP=15" • ev o r,1, except for model WE0712H and WE1012H=18';1'/:HP=18" S 30 ao EFFLUENT EJECTOR SYSTEM Effluent ejector system _ � Package Includes: offers ease of ordering EPA " Submersible Effluent Pump _,� and installation.A single N WE0311L,12L or WE031 I1, 44) '1 ordering number specifies 12M.WLeve HH 12HH Mercury Level Control w;.ten 10 a complete system designed A2-5(115 VI A2-6 f233 j for most residential and I Basin A7-1801S u i commercial sump andBasin Cover A8-1822 0 10 z0 30 40 50 60 70 80 90 100 GPM effluent pump applications. 1-44; Check Valve A9-2P --- - - -- , , Order No.:SWE0311L 5''.i'. 1..i.. 1 10 20 m33-1 SWE0311M.SWE0312M CAPACITY - SWE0511H8,SW 351 1,r1. i t ' IA • ;_, ,,,, " ® ` } a � , x ,� ` " ' fr CITY OF ORONO (Cr) .. C.- . ''" '" , , .,-,; %', , ., L....,..1'. -4 SEPTIC SYSTEM APPROVAL 1 .;1. tU CITY of OMONO py).,,,. .- ,.2 ;} Municipal Offices �� r *Ill Post office Box 66 c;1iij ��° Crystal Bay,Minnesota 55323-0066 lkEBK�f.O\� 990 Old Long Lake Rd. LOCATION: OWNER: Bruce Dayton GENERAL CONTRACTOR: SEPTIC CONTRACTOR: Sullivans SITE EVALUATOR: S—P Testing REPORT DATE: May 23, 1995 The City of Orono has Approved your on-site system design as of June 12, 1995 (approved-disapproved) (date) The property line has been located and appears to with the following comments: be approximately 4 ' from the drainfield as designed by Steve Schirmers . A Minimum 5 ' setback is required and will be altered as necessary during construction. A 75 ' setback between the well and the septic tanks must be met if it is feasible. THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must he issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRA1NFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF O'O O 11-irj- "XL"--- Y .drdligrA. ' - Stephen ' eckman, On-site Systems Manager TELEPHONE-473-7357•FAX-473-0510 • S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 May 23 , 1995 Bruce Dayton 990 Old Long Lake Rd. Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, three bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam to sandy loam. A seasonally high water table was located at 42" to 50" , (mottled soil) . The bottom of the system must be located at least 3 ' above the seasonally high water table. A Standard shallow seepage bed may be installed pressurized typical of a mound system. The soils at a depth of 12" to 18" have a percolation rate averaging 6.5 min/inch. This site has an existing Non-conforming system, less than 3 ' from the seasonally high water table. The existing tanks may be used upon approval by the local Inspector. The tanks must be water tight. The tanks will most likely need to be abandoned, pumped & filled with soil . A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. All neighboring wells are located greater than 100 ' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. CONT'D 990 Old Long Lake Rd. Orono (2) With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc. ) human waste & toilet tissue should be disposed into the septic tanks. Garbage disposals are not recommended. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . S even B. Schirmers SBS/ds 9-C SS. 'N -.,‘SIVot--I- — -I '' `I,-10 SQ .. 'C- UJ 1 1�I I ‘...11..),: V-'f 1'10."v,�:'o1cT 1% W� `)15 �,A. �� H_ •• ,,>N,., ., *wilAx..___i PrF 4-i o.'-1 31." 14 f}g^'C i , , 4.r. 4.6 • n %' Goof-de- o OOP- 4-014- terr14N, 55 u.a.�{oS v.oAv.-4 6o,1r- ' Isiiiii ' M H t%tOw �11-vE r , • SET- BACKS ,`-q i,,,, - s o'- HOUSE • System must be: • Tank from property lines i 4' PSAK vi. ..A/ s\_\_... 'rnAS�*� r\-c" ..2from wells" ae1-c-wa,.-fob So . >,ia-Av1-1-,1s wp . .D. from bldgs. Treatment area = from lakes, streams •a � rot ha!area ' from property lines maw Uo1-Es�4 C.'I ')S.'from wells:. , . 1311e..KFr1._ .?__0_,'from bldgs. r L'from trees ote:Power supply and switches must be in a weather SOIL BORING ELEVATIONS 1 1 I r► ` proof enclosure. outside•pumping chamber. /d min. r ---______ __j1 _ _ ......... -" �«.�`, THaI EL.-9 rte" TH"2 EL.-9a.� . . --�=pipe=" `� �y' i/a'e,n,- �`d .1 Tank Tank •-- 1'"° ' _ VO`''A __ __ ' �Grode -%sklpe TH 3EL:. 2 • - _. Drop to Tank - ri T H.4 EL- �°-`-s°ti" F` 966'Z TH'5 EL.- Mn.• I��to 81 Pumping ..• '1)4 Fww �,,.�� .oim.'k Max.l"to41 ,cls-c1,11., •-fR•?.N1:' - a�� r_-Fra.1 4+7� Chamber SEEPAGE BED ELEVATION at PROPOSED PUMPING ,� �� R1»1P Yrr.Ltr, 1.0) so1L• CHAMBER- _' ' �an'i4 X 3.0 4 to 6 dia.pipe �r=-Vo , ",-) -'oif x15-ci s.-c v.-- 914.0 SYSTEM DESIGN • TYPE-2,3 BEDROOM - Percolation rate le..< min./inch (design/L.-74.n min./inch) (Lo A m so%L) . Treatment area required w/j. of rock filter materialjj t% = wDsq.ft. of trench bottom Number of tanks required. , 1st tank/oo a gal., 2nd tank/ocOgol. minimums Clean rock Lig cu.yds. ( 3/4 to 2 1/2"dia.,includes 2"obove pipe) PROPERTY OF:'s >,r v N-c'ms-s • Pumping chamber capacity= 25% of daily sewage flow of y_. gol.=1 I gal.+Reserve.Storage gal.* Pipe.bock drainage3 gal.= Gig Li gal.cop. "t90 0l- LO)-1>a \ _4 K- V-^z). 150R1� _N_ -co_.? vuw� u VQ-—w+l r. 1.000-.Aa)e..4•*?. Oft 0 til).-k- 1��i4-11-1 . L1 d- ( Reserve storage = 75gal./ bedroom= i.L D:ya1. t pipe bock dranage_i,_ gal./I001in.ft._ . pipe- length of pipe needed app)a o ft. =3.3,.gal.) -- • Pump size Imo._hp w/mercury float pump controls �S' -o -N 'N4' S) '91 4- 'or--t-'' - 3 S Sal/w,.n. S—pLL TEST/NG /N..„_. Note: When constructing bed r- this area should be shaped Note: Distance from treatment ora to neighboring wells— Designed By1 �-- G. • 4 to divert run-offfrom entering treatment area. Ian -<foC- -C 0,f r Date•.�/QS/a,(, PH. 612-497-3566 . . . . . • • , ' . 1 ' , • 0.0 0 1.: rrL.oA.)Ls. 4..A l<afS0/4 0-it,,s-,1, I"- - O6 0 f;,•1 0 r • . Or 0 1 ..1 rf'N S 8 • * .__.,„•-;:i'0.':/ ,-4-I-—-I' . o 2vs A- 1--.ei.‘._,. _.2-‘c. „..1.1 — :::- rr•s ) I --$'÷i I CT, 5 1 /' 7 a' ' ,.;,-- x 1:26 './8•• I___.1& ,› 'a /--- 1 :TS, • V /: ...- -../ , - Q _ t 1 3 T...1,. 1$0 Pe '....1 t 4 I(L9. . .41 ...., -.1) _k _ ._-_------- DR we;yvh ii, I . ,.,t,j , • 05 . -7 v • v• / • ri %) 45, • . - V-- - . 0 u- - 1 . o . . \ "" - • ...... . 0,.. 6....4..... kw- ._? -3-.. I i - •--,1,47-7-----0 -.- ,' ' •-' , tt, CITY, OF ORONO . r110 *WILDING /1,-- ,.R''''IT P— RENTON . . INSPECTOR . ,./...,/. .-/h DATE • .111111f . . . PERMIT NO. ..........i..... g APPROVLD AS SUFAIITTED . APPROVED WITH CORRE:CTIGNS AS NOTED , , CF----------- . NOT APPRO\JED — CORRECT & RESUBMIT !these comments are for your information. A!I work she!! i5e date 10 fall compliance with all appLu;ining & zoning oOete IS* *lc' glikeinents InClucfmg Items not speclIcally noted in tits rer41111 KEEP THIS PLAN SET ..)N SUE AT ALL Tiro . .. V • • z f Tp, C) 0 fti X 0 • i; s. I s . • oi .-9 Ac 'o til i -o rn al g I-. ci 1 -. 'a. CI) 2) .. 5. C •=1 "13 • : 0 .7. . 2 • 1;1 1 -n d .. • co 33 _. 0 i • CD 0 = 0 C0- . ,... (i) Pi ° 1 f•5 ...**-.1 - 0 . . li el 0 g o 5" • 71 IN 1 'V ,"•!.. ..,-- c I1) 54 n {--. 7'1 ' . \(I),. .< r t3 ca, 1-, ar \I= c -I • • D o) t—c < p g > c" 0 4) — Os, C .. i A q l'. 0) rr -1 ' ° C--/ fll • rN 0 r• 0.,,2 3 . ,- 1.--, I-.• 0 r__ 1••• = a 61 rt. Cu • . I a) 0 U) CD INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET D-25 FLOW Estimated Sewage Flow in Gallons per Day(gpd) t A. ' Estimated 9s0 gpd measured - x 1.5= Nuof mber gpd Bedrooms Typo I Type II Type III Type IV SEPTIC TANK VOLUME B. `a- 100 D gallons 3 45• 500 33oo i18 a` 4 600 375 256 „r SOILS(Site evaluation data) 6 90000 5225 32 ,h C. Depth to restricting layer= 3-t0" TD 4 f-a'feet .. s 1220000 675 4odor 08 `o,® D. Maximum depth of system C-3 ft= ,S feet E. Percolation rate_ (e• MPI F. SSF /.(.) sq it/,_ �i Loll-»-- EO%L.. Num;, . , • °f se'L: c.i11...'1, '1-: Liquid Gatbaige Capacity TRENCH BOTTOM AREA Etedr°°it'S )• (ski H. For trenches with 6 inches of rock below the pipe: 2 or less 750 1.125 A x F= x = sq ft of bottom area 3 or 4 1,000 1.500 I. For trenches with 12 inches of rock below the pipe: 5 or 6 1,500 2.250 A x F x 0.8= x x 0.8= sq ft of bottom area 7 or 8 2.000 3,000 J. For trenches with 18 inches of rock below the pipe: over 9 See fig.C-6 (x 1.5) A x F x 0.66= x x 0.66= sq ft of bottom area ail arase:eo 4 Required Areas for Sewage Seamen* K. For trenches with 24 inches of rock below the pipe: Percolation Rate acme I. Calm AxFx0.6= x x0.6= sq ft of bottom area s soaTecture �al ha BED BOTTOM AREA 'C 4.s y - Faster than 0.1• Coarse Sand - L. For seepage beds with•6sor 12 inches of rock below the pipe; Oa tos sand 0.67 0.60 Pag ea to s Fine Sand" 1.67 0.60 175-x A x F= x 1-)‹.0,_x l.t0') = r)51 sq ft of bottom area 16to15 Sand 0.79 USS /.aSx '�S1 X14 60,.-r-- ".: • 31to45 Silt Loam 2." 030 ROCK VOLUME IN CU FT46 to 60 Oay Loam220 0.45 Slower than 60"' 0 ay - (024) M. Rock depth below distribution pipe plus 0.5 foot times bottom area: •Soil too coarse for river treatment M=Rock dept1).,+6 inches x Area(H,I,J,L,K) Use system for rapidly pemria5le mil. '''Soil lawns 504 or more of fine or ver fine sand ( 1.0 + ft)x °V+-it =)a a z cu f t •.•Sod with too high a peea.ase d loiter itwll.uon of an ingroutd etandand erten ROCK VOLUME IN CU YDS I N. Volume in cu ft divided by 27 M+27=cu yd s l dA?+27= 1-1,i cu yd s ROCK WEIGHT .6 inches= 0% Reduction* O. Cubic yards times 1.4=tons N x 1.4=tons 4 ' x 1.4= G tons 12 inches=20%Reduction :' .`18`iricles=34% Reduction DISTRIBUTION 24 inches=40% Reduction (Check one based on slope) * Bed(less than 6%slope) sizing for gravelless trench Trenches Drop boxes(any slope) Distribution box(level to slightly sloping) TRENCH LENGTH C044i:rdi:f:r:r:rlf:f:?• T rti.tir1rV.11r111rtirtirtirti•rti 2 inch Cover P. Select trench width= ft r?�ti•ti•�'ti•�•ti'ti':''''•''ti r•r•r•r•r•r•r•r•r•r•r•r• 0.14•P•ti.ti.ti. .ti.�.ti.ti.ti.ti r•r•r•r•r r•r•r•r• t� Q. Divide bottom area by trench width: (H,I,J,or K)+P= ;,•ti•ti•+• ti•ti•.o.,- 1 r•r.r•r r•r•r•r• lineal feet ~r1r1rti• r~r~rtir.. rtif�f�f�f rti.ti.ti.ti *inch pipe _=_lineal feet r•r•r• .}•ti•ti•ti• ti•+•+•+ 'r r.r•r•r• f•r•r•r• LAWN AREA :'•�•~.`"~" �"'"�•~"~ r•r•r•r•r• t•!•r•r•rN• R. Select trench spacing,center to center= feet 1� P g� ;�rtirtirtirtirtirtirtir•r•r•r•r•r• r•17-11:r•r•f•rtirtir:}:f1•}~ S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area ::1.• ;:ftif1f1}+}}fti;1}tiPg. 6-24 inch x = sq ft .......1.0::::::::P...%.%.00rti.tirtirtirtirti.ti Rock Below the Pipe r••r•r•r•r•r."...r•r•r•r•r.r• r•r•r•r•r•r•r•r•r•r•r•r•r• • LAYOUT(Use other side) .ti.ti•ti•ti.ti.ti•ti.ti.ti.ti•ti•'.ti•ti ••r•r.r•r•r•r•r•r•r•r•r.r•r• ati.,•ti•ti•+•%,+e.•+•ti•ti•ti••••+ 1.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. 3.Show location of house,garage,driveway,and all other improvements, existing or proposed 4.Show location and layout of sewage treatment system. 5.Show location of water supply well. 6.Dimension all set backs and separation distances. Figure D-26 F-17 PUMP SELECTION PROCEDURE EMO PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: /r..o.°, Gravity Distribution ' t TyyooYl 1 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - Water use rate. • .Loenr S. tar« ' .--.�'°°1 pm i, !a. .yl' • wilt.n0 rosinrosinO.paper)) 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,: 00 wrar"7r � � i .■ - � :Vii-1,y----4 To gallons per hour(45 gpm)to prevent build-up of pressure in drop box. P„„ ,_u Loy 12'to Edge ' - • TO FYk of a«.LONE ;... . • Pressure Distibution S3- 2- Sl:3=11 c1°e1 sa.e u,, g.'09Tof Lyoy`yi" 3.a. Select number of perforated laterals 3 (.11-P. --t. - T X' n b. Select perforation spacing= 3 feet. 1i -1... ` a'•3: .9 `on,..1 S°° •.o;^•Seeroliod Pismo S0.9 Lop. c. Subtract 2 ft.from the rock layer length. (oa 4s -2 ft.= feet. d. Det rrmine the number of spaces between perforations. Length pert.spacing= -ft.+ ft.= --spaces Required Perforation Discharge e. -spaces+1= perforations/lateral I I in gallons per minute(gpm) f. Multiply perforations per lateral by number of laterals to 7f ZA "D)A Discharge ��ma get total number of perforations. ,.°„I A 7 m,=L, ee „perforations. Hd 4 6+6 r"` g. sxs. �gpm. �`- 1.0a 64-.56 , 0.74 0.74 SELECTED PUMP CAPACITY Is( gpm 2.Ob 0.80 1.04 B.Determine head requirements: a. Use for single family homes 1. Elevation difference between pump and point of discharge. b. Use for all other applications f)o feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. S feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe Length Read friction loss in feet per 100 feet from table. e F.L.= a.t2 t, ft./100 ft of pipe Point of D""argc b. Determine total pipe length from pump to discharge Elevation Difference' point. Add 25 percent to pipe length for fitting Pump ers3 loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b 1 x 1.25= ) C ) feet c. Calculate total friction loss b lti 1 n 1.5 inch 2.0 inch 3.0 inch Y muP Yl g gpm Friction loss a,100 s of Pia friction loss in ft/100 ft by equivalent pipe length. Total friction loss= a.0 10 x i SD +100= 3 feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 (o + .Si + 3 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 - _ --7.90___ 2.057 030 40 11.07 2.64 0.39 TOTAL HEAD 'D-9 feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection 60 5.60 0.82 1. A pump must be selected to deliver at least 3.. gpm (Step A)with at least a9 feet of total head (Step B). L-1.7 CERTIFICATION 4 00627 Logs of Soil Borings Location or Project Bruce Dayton, 990 01d Lang Lake Rd. . Orono Borings made by S-P Testing, Inc. Steve Schirmers _ Date 5-17-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 98 . 7 feet Surface elevation 99 . 2 0 - 0 - Topsoil dark brown loam Topsoil dark brown loam 0 - 6" 0 - 10" Brown sandy loam 1 - 1 - Brown ,clay loam 6"- 1-1/2' 2 - 2 - Brown clay loam 10" - 2 ' 10" 3 - Brown sandy loam 3 - • 2' 10" - 3-1/2 ' -MOTTLED 1-1/2' - 3-1/2 ' 3-1/2 ' Rusty olive brown clay Rusty brown sandyloam 4 - loam 4 - 4 '-MOTTLED 3-1/2 ' - 4 ' 4" 3-1/2 ' - 4-1/2 ' 5 _ Rusty gray brown 5 _ Rusty olive brown loam loam strong 4-1/2 ' - 5 ' 8" 4 ' 4" - 6 ' 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 6 ' feet. End of boring at 6 ' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours after boring. hours after boring. Not present in hole x Not present in hole Mottled soil : Mottled soil : Observed at3-1/2 ' feet of depth. Observed at 4 ' feet of depth. Not present in hole Not present in hole Comments: Comments: LAJA Y- me-1-C\ ''cr> y - 4,4 —'Kuer CERTIFICATION # 00627 Logs of Soil Borings Location or Project _ - ._ . . • • • • . . . . - . - ;. • . • • Borings made by S-P Testing, Inc . Steve Schirmers - Date 5-17-95 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 98 .7 feet Surface elevation 0 - 0 - Topsoil dark brown loam 0 - R." 1 - 1 - Brown sandy loam 2 - 2 - 8" - 2 ' 4" Brown clay loam 3 - 2' 4" - 3 ' 2" 3 - Brown sandy clay loam 3 ' 2" - 3 ' 8" 4 - sane°Yoam 3 ' 8" - 4' 2"-MOTTLED 4 ' 2" 4 - Rusty 4 ' 2" - 4-1/2 'brIoamsandy Rusty olive gray 5 - loam 5 - 6 - 4-1/2' - 6 ' 6 - 7 - 7 - 8 - 8 - End of boring at 6 ' feet. End of boring at feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours after boring. hours after boring. Not present in hole X Not present in hole Mottled soil : Mottled soil : Observed at 4' 2" •feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments: Comments : • CERT. #00627 PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Testing, Inc. on 5-18-95 starting at 10: 53 CO P• • , ,,., a 990 Old Long Lake Rd. 1 5-17-95 Test hole location , Hole number ,Date hole was prepared Depth of hole bottom 18 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 18" Brown clay loam Method of scratching sidewall xn i f P Depth of gravel in bottom of hole 2 inches 5-17-95 12:00pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hour Automat i e siphon ,Maximum water depth above hole bottom during test 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10: 43 prefill 6 10 :53 11:23 3-1/4 9. 2 30 min 11: 24 11: 54 " " " " " 11: 55 12 : 25 " Percolation rate = 9. 2 minutes per inch. ' CER'. #00627 _ PERCOLATION TEST DATA SHEET S—P Testing, Inc. 5-18-95 10 : 54 Percolation test readings made by on starting atm, tJafel Test hole location 990 O l d Long Lake Rd. _, Hole number 2 , Date hole was prepared 5-17-95 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 6" Topsoil dark brown loam 6" — 12" Brown sandy loam Method of scratching sidewall Knife • Depth of gravel in bottom of hole 2 inches 5-17-95 12: 00pm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon 6 Maximum water depth above hole bottom.during test inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes • inches level,inches minutes per inch 10:43 prefill 6 , 10:54 . 11: 09 il 4-1/8 3.6 15 min 11:15 11: 30 " 4-1/16 3 .7 " " 11:31 11: 46 " 4 3 . 8 " " 11: 50 12 : 05 It 4 3.8 " 3 Percolation rate = ' 8 minutes per inch. PERFORATED LAYER OF GEOTEXTILE LOAMY SAND CAP +,f: �1 - LATERALS FABRIC PERFORATED LATERAL � SANDY LOAM '~ GRASS COVER 6 INCHES SOIL i • _•• :._.. TOPSOIL //- V `:'•^•�! CLEAN SAND FILL f y+ MAXIMUM SLOPE LAYER OF GEOTEXTILE J� =z. ,' :r{` .--••;04 r{` 3 TO I FABRIC OR grtMEHES-OF .y / g'.. TOPSOIL �4 CLEAN ROCK 4' '•�' .• PLOWED OR TO 21/2 INCHES i,SLOPi Y ' /,' ,1.%/"// , UBSOIL DISKED SURFACE 11/2. OR 2" .,�,;� " j • ;• r . CROSS SECTION A-A PIPE FROM PUMP:`;••:.1: ' i��/,',/�/• �,� • 3/ 21 '• _/-. /: • .f , /i' •/i PIPE FROM CLEAN F'OCK ' / /.• PUMPING CHAMBER i ?At'," r' ^// DIVERSION FOR v . •', i•" J• SURFACE WATER — W I r 6" TOPSOIL • i . • �' _ a r , i/r + / . o .. . j' /f j,.' _ •?-�' 0. "Pr 3 +1.' — PERFORATED :+�• ';`: �^‘tit _,, /r9'./• y, MAk ( et LATERALS I .:Cl 0 a SIOPE-.i .: ,..J,� ��:.•'.'. ,t,:r. • — l`s-------- !! ._ IllAN • `SOD I• 3 a\s2':i"�".!'i BED AREA .y 1... . BRok,LAYE • R ,•:1 ....1:••••'.:1!,::.t;,...,.; _ I _ W Up .. .•'�,.. `�-.`. — BARn�ATURA1 I W . ER LAYER — — - I Y _ _ 1 _ I =_ � — INCHES I V'~� _INCHES LAYOUT OF 'PERFORATED PIPE LATERALS Fon •- PRESSURE DISTRIBUTION IN MOUND • ci. DIKE --_ JO FEET ._DIKE PERFORATED PLASTIC PIPE _ MAX. TOTAL WIDTH ��NG \ PERFORATIONS SPACED 36' RAfIpN SPa r 1 END ON CENTER. PERFORATION Fp I i • SIZE MAY BE y46' ?,. ,..- j6.. A PER '� PLAN VIEW VIEW OR �/. 'may 2"MANIFOLD ENO PERFORATION OF A PERFORATED LATERAL PIPE PERFORATIONS ON BOTTOM OF ,v'%!w' -Grou Coves PLASTIC PIPE 10.. %`vim Vie: r TN. / -- r a•=.o- Lo a of Goon„Ille r4 1=1"" • r =z•(ALTERNATE LOCATION Loamy Sona Wyer• 4 OF PIPE IRON PulnPl • lrirrrrr•■ mm...---Polon Roo Dulls.' fiorlionlmry �/ �NIe C•p Wes Top END CAP 40, �/ L • ,�o,PlFleld Rock o ERock Leifer Eapo LA�ERp , 1 -- 1EQ -Borlormlum Lauded el FOR 2 PIPE FROM Clean Sana Loser Bosom of Lab.ol ....„,...r....--r.-..----- PER F PUMPING CHAMBER fa r ENG alolol sou ProMrly Srnrlr.nA F-8 1 1 REDWOOD, CEDAROR WATER TIGHT a LOCKABLE ELECTRIC BOX—' J TREATED POST (4 x 4 min) ' PLUGS OR ELECTRIC CONNECTIONS—-- -ALL ELECTRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 _ INSIDE BOX MANHOLE COVER CHAINED a LOCKED 6"SPACE LOOP OF POWER CORD FOR SEALED MANHOLE RINGS--Ni, FINA GRADE �� ENT AT LEAST 12" UNION BELOW GRADE _._. -�a_ WIRE FROM POWER SUPPLY — _ '' PIPE IS LAID ON A UNIFORM SLOPE FROM ,}• P STATION UP TO SOIL TREATMENT AREA �� / . p FOR PROPER DRAINBACK SEALED TANK COVER LIF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN , A I/4 INCH WEEP HOLE MUST BE USED WITH ANCHOR ALARM FLOAT ON SEPARATE ! — WEEP HOLE ELECTRICAL CIRCUIT— y1 NOTES: ELECTRICAL WIRE FROM POWER SUPPLY ._START LE_VEL-S__ L_ • 11 MUST NOT RUN OVER ANY TANKS BUT r -1 ''—' MUST BE LAID BESIDE OTl1ER TANKS 3""� J �� ;I AND MUST BE PLACED IN CONDUIT ALONG POST SHUT_OLFJ,EEILQ-_ — _ _Z ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH ' CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT- CONTACT. 000 Figure F-8 METAL .404014111 - COVER I •r::. t: .r i • >" i, • t! i �Y., v 1 CONCRETE - 1 MANHOLE "+� - RING 6 METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 I ♦ " , I • 1 4. • 1 VERTICAL SIDEWALL SEPTIC TANK "..---•FINISHED GRADE irk.„5, LEAST ) 6"TO 12" SOIL AT LEAST I" I4" DIA. I COVER 4" DIA.---- MIN [-AT LEAST I"r t ` 1 ' l AT LEAST 1" Fr.• L 1- i I -J 1 I A DIMENSIONS FOR_TIO ANKS WITH VERTICAL_SES A �"- WIDTHW 24' MINIMUM _- —�4 LENGTH L. 2 TO 3 TIMES THE _WIDTH . B DIAMETER 60" MINIMUM _ ___1... DEPTH, D 30" MINIMUM; 79_MAXIMUM C AT LEAST A , 0.2 • •. 3 B 6"_MINIMUM. 0.2 0 MAXIMUM _. 6" C 04 0 — •- - • -AT LEAST 4 FEET- - `-- NOIF S: NI. SN1NIY 1 EES Al It ASI t l.4CIICS IN DNAY IFn 4 AWN KO CUVEIIS SI 6111.1.ow.LOCAIED w1111114 12 NChES. 2 llltnr s11N I OE 0110 on PAD If UNI 1OLCS.20•IFASI r 11E MVMKXE 151VII11114 SIK tNO*SOF 111(SLMVACE DU.rt1SON NE)Lt1CAIF IT Will1114 E I LE I OT All 1 A1* 111E00VE11 MSI OE SEOUE 010 MEVCNI ACCCSA. WAILS. I ;1rAM1WUISIANCE OfT EN FWD'INLET N'S NiU 3. AN AMANIIKJ►1 I'S'F Of Al LEAS'4Nu1CS name:IE En NENEST N 11 ON CAME EENF N'IESS11uF.ANUAN II S CMI AYVM TOLE SI w.I Rt LOCA1 ED(NEP nom It E M ET On NO MONS 11 NN If ITCHES. NEOU1LLILICVIfzcTHE CUP E1110+COFIII:01l1'ECION i ron11D1+z(NIN.CYl/1M►CN_TAMS 0IL45UI.K)NAIS0.150 torts show.OC lI'5N4'AS Inc(-cN1t n tow n<111E AND dA.Ns1CW C IS O 3%11. A ONILEOISNINCS atSA/MINty ICES A 11WU)N51•IC110P4 PetIAIFT PF LOCAtlu1!IWtrN Tiff f11EI A141(t1t1 FT AN ars. 0 I PENCIL • MARKSnvecalis-S;;127...A.... .Ri1• 1 I «tr: T 1111 MANE r' ` , ill . INLET h I= ,1 A ,, .' ry., OUTLET • :. =•;OUTLET LEVEL ji': • j i `,i Y -1. _-. •—�l sr-•—._•'.L r, ', : . ._ SCUM CLEAR SPACE'--:A=1.: , , y CLEAN OUT TANK WHEN: • - •— — -- - "—�� _=•� 7 X IS 3'OR LESS OR 1'• _ -- - - _ %i B "B"IS 12"OR LESS - -- -- ---.. - - •1. .•.•,•''' . S S . :4 BLACK BLACK COLOR IP !' •:. " • SLUDGE • i DISTINGUISHES SLUDGE t�y'4:.•'�t7.:,: , • •, • • .....• ,' LAYF FROM LIQUID .... -414,V: V 11, MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK DATE TIME CITY OF ORONO CALLED IN ►c INSPECTION NOTICE 173 SCHEDULED 4l7-.` —= PERMIT NO. COMPLETEDJ /�G 1 ADDRESS ?O 47.- gJe. OWNER ()dial _, / e t TELEPHONE NO. RC .k-- D ESCRIPTION - IQ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 S A ' -•OK-UP 06 PROGRESS Z 07 DEMO-SITE 2 - - MAIN . 21 COMPLAINT v 07 DEMO-FINAL PTIC INSTA . 22 FOLLOW-UP ct IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL --i 10 PLUMB! = ,-,N, / �' 36 FOUNDATION/REMOVAL Z OWNERIC• TRACTO•TO MEE�'YOU: '4 S_7N r y COMMENTS: — �? fereeS. cc - Sir 1fJ cc cc 4. W cc cxW z W cc Vt1.1 ORK SATISFACTORY:PROCEED III PROJECT COMPLETE ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED D INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor e: '' fes' Inspector. ��i.G1�i White Copyllnspector's File Canary Copy/Site Notice DATE TIME do CITY OF ORONO CALLED IN .;�' • __� INSPECTION NOTICE /70 3 SCHEDULED :�r� A ADPEDRESS NSO. d alto LEr` ADDRESS OWNER CONTR. Cd/l1 TELEPHONE NO. DESCRIPTION i uj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING U. Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS is 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Lia 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING F, , 36 FOUNDATION/REMOVAL Z OWNER/C040OR TQ M,EOU:_YES NO y COMMENTS: �/w"''life it r/�i&((//#0?9?) ecLu --- .-IN Al)p9)*0 C ." 0 >. CC 0 4--i,i, -/-- --r /Y - r-i- ei W cc cpvoilicl W z W cc j 'WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W cC 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY W 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecti n 24 hours in advance.473-7357 Contractor Inspector: � Inspector. White Copy/Inspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN 6,..-INSPECTION NONCE SCHEDULED •• .., ?`700 PERMIT NO. / COMPLETED ` ADDRESS 990 0' 2n IL mit igtil• --OWNE R ONTR.TELEPHONE NO. DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cz W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 1 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LLJ 09 PLUMBING RI35 HARD COVER REMOVAL Z 441046 -..1 10 PLUMBING F /r 36 FOUNDATION/REMOVAL Q OWNER/CO •RTOM.YOU:_YES N o COMMENTS: J/�1�� LU cc 0 j ( v,'{� (i._ ti? th' i r/k-vjer--1 cc O — W — tt3- Ø -') cc Q W Z W cc CZ/ W El ORK SATISFACTORY:PROCEED PROJECT COMPLETE W CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN 1-1 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor . ,.;- -. , Inspector. ,y ,. , !V/I White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE,)di 3 SCHEDULED — ?- ��s0 PERMIT NO. I COMPLET ADDRESS PiR:2 OI OWNER CONTR. 4911)1.4),---•N TELEPHONE NO. DESCRIPTION IQ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING • 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTI kSTALL. 22 FOLLOW-UP Lia 09 PLUMBING RI 23 '+ __ 35 HARD COVER REMOVAL ✓ 10 PLUMBB 36 FOUNDATIOWREMOVAL OWNER/C TRACT TO MEET YOU: YES •N COMMENTS: A/".1" ;/ rl CC cc O O -..__.. cc 0 W CC Q W W • ❑WORK SATISFACTORY:PROCEED /ROJECT COMPLETE W W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN 111STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on-it Inspector. /P White Copy/Inspector's File Canary Copy/Site Notice